Section A Section B: Platform
Section A Section B: Platform
Section A Section B: Platform
DIESEL FUEL
STORAGE TANK DIESEL FUEL
STORAGE TANK
PLATFORM
LOCATION
PLATFORM PLATFORM
GROUTING +9.000 (TOG) +9.000 (TOG)
80X80X200
POCKETS
D13-150
D13-150
1/4 L
1/4 L
80X80X300 80X80X300
POCKETS POCKETS
D NOTES :
22 D16 1. ALL WATER DEPTH AND POINT ELEVATION REFERENCED TO LWS
2. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE.
22 D16 3. ALL LEVELS IN METRES REDUCED TO LWS. LEVEL
4. CONCRETE STRENGTH GRADE f'c 35 MPa or K.430
5. ALL STEEL PILE FOUNDATION SHALL BE IN ACCORDANCE WITH
ASTM A252 GRADE 2
6. PILE PROTECTION
D13-200
D13-200
- ALL STEEL PIPE PILES TO BE PROTECTED WITH COATING
4000
4000
1/2 L
1/2 L
- ALL STEEL PIPE PILES AT SPLASH ZONE TILL -1.0m LWS
SHALL BE PROTECTED WITH HIGH DENSITY POLYETHYLENE SHEET
7. ALL STEEL PROFILE SHALL BE ASTM A36 WITH FY= 235 MPa
8. HANDRAIL, ANCHOR & BOLTS TO BE
HOT-DIPPED GALVANISED.
9. STEEL PROFILE SHALL BE TYPICAL MARINE HDPE
AS PER COATING SPECIFICATION (SNI, ISO 12944-6-2012)
10. ALL REINFORCEMENT STRENGTH BARS SHALL COMPLY WITH
INDONESIAN CODE STANDARD (SNI)
D DENOTES HIGH STRENGTH DEFORMED BAR fy = 390 MPa
Ø DENOTES LOW STRENGTH ROUND BAR fy = 240 MPa
C 11. REINFORCEMENT NOTATION
D 12 - 300 3 - D 25
D13-150
D13-150
1/4 L
1/4 L
SPACING (mm) BAR DIAMETER (mm)
BAR DIAMETER (mm) TYPE OF BAR
PLATFORM PLATFORM TYPE OF BAR NUMBER OF BAR
+5.000 (TOC) +5.000 (TOC) 12. ALL DRAWINGS TO BE READ IN CONJUNCTION
WITH SPECIFICATION.
350
350
SECTION A SECTION B
SCALE 1:20 SCALE 1:20
NO. REV DESCRIPTION DATE REMARK
B
22 D16 PROJECT :
OWNER :
PT.PERTAMINA
GROUTING
800
D13-200
25mm THK 800 800 SECTION C CONTRACTOR :
CL OF TANK ANCHOR BOLT 1600 SCALE 1:20
1600
DATE
PLAN PEDESTAL STORAGE TANK 1600 SCALE 1:20 DRAWING NUMBER SHEET REV. SCALE
A1